岩土工程学报2013，Vol.35Issue(7)：1323-1327,5.
糯扎渡心墙堆石坝防渗土料的设计、研究与实践
Design, researches and practices of impervious materials for core wall of Nuozhadu Hydropower Station
张宗亮 1冯业林 2相彪 3袁友仁1
作者信息
- 1. 中国水电顾问集团昆明勘测设计研究院,云南昆明650051
- 2. 国家能源水电工程技术研发中心高土石坝分中心,云南昆明650051
- 3. 云南省水利水电土石坝工程技术研究中心,云南昆明650051
- 折叠
摘要
Abstract
The maximum height of the core-wall rockfill dam of Nuozhadu Hydropower Station is 261.5 m.The core-wall impervious materials are composed of natural clay mixed with artificially graded crushed stones,namely gravel clay.For solving the technical difficulties associated with the impervious materials for the super high rockfill dam,comprehensive researches are carried out,including survey and characteristic tests of natural soils,in-situ tests of construction techniques,filling and compaction quality control,safety monitoring and feedback analysis.The research and design achievements in the above aspects are introduced.关键词
堆石坝/防渗料/心墙/糯扎渡水电站Key words
rockfill dam/ impervious material/ core wall/ Nuozhadu Hydropower Station分类
建筑与水利引用本文复制引用
张宗亮,冯业林,相彪,袁友仁..糯扎渡心墙堆石坝防渗土料的设计、研究与实践[J].岩土工程学报,2013,35(7):1323-1327,5.
